Have a personal or library account? Click to login
Effect of debris accumulation on scour evolution at bridge pier in bank proximity Cover

Effect of debris accumulation on scour evolution at bridge pier in bank proximity

Open Access
|Jan 2021

References

  1. Abbe, T.B., Montgomery, D.R., 2003. Patterns and processes of wood debris accumulation in the Queets river basin, Washington. Geomorphology, 51, 81–107. DOI: 10.1016/S0169-555X(02)00326-410.1016/S0169-555X(02)00326-4
  2. Andreoli, A., Comiti, F., Lenzi, M.A., 2007. Characteristics, distribution and geomorphic role of large woody debris in a mountain stream of the Chilean Andes. Earth. Surf. Process. Landf., 32, 1675–1692. DOI: 10.1002/esp.159310.1002/esp.1593
  3. Barbhuiya, A.K., Dey, S., 2003. Vortex flow field in a scour hole around abutments. Int. J. Sediment. Res., 18, 310–325.
  4. Bradley, J.B., Richards, D.L., Bahner, C.D., 2005. Debris Control Structures – Evaluation and Countermeasures (Report No. FHWA-IF-04-016, Hydraulic Engineering No. 9, 3th edition). Federal Highway Administration, Washington, D.C.
  5. Braudrick, C.A., Grant, G.E., 2001. Transport and deposition of large woody debris in streams: a flume experiment. Geo-morphology, 41, 263–283. DOI: 10.1016/S0169-555X(01)00058-7.10.1016/S0169-555X(01)00058-7
  6. Briaud, J.L., Chen, H.C., Chang, K.A., Chen, X., Oh, S.J., 2006. Scour at bridges due to debris accumulation: a review. In: Proceedings of 3rd International Conference on Scour and Erosion. Amsterdam, The Netherlands, pp. 113–120.
  7. Chang, W.Y., Lai, J.S., Yen, C.L., 2004. Evolution of scour depth at circular bridge piers. J. Hydraul. Eng., 130, 905–913. DOI: 10.1061/(ASCE)0733-9429(2004)130:9(905)10.1061/(ASCE)0733-9429(2004)130:9(905)
  8. Chiew, Y.M., 1995. Mechanics of riprap failure at bridge piers. J. Hydraul. Eng., 121, 635–643. DOI: 10.1061/(ASCE)0733-9429(1995)121:9(635)10.1061/(ASCE)0733-9429(1995)121:9(635)
  9. Dey, S., 1999. Time variation of scour in the vicinity of circular piers. In: Proceedings of the Institution of Civil Engineers: Water, Maritime & Energy. 136, 67–75. DOI: 10.1680/iwtme.1999.3142210.1680/iwtme.1999.31422
  10. Dey, S., Barbhuiya, A.K., 2005. Time variation of scour at abutments. J. Hydraul. Eng., 131, 11–23. DOI: 10.1061/(ASCE)0733-9429(2005)131:1(11)10.1061/(ASCE)0733-9429(2005)131:1(11)
  11. Diehl, T.H., 1997. Potential Drift Accumulation at Bridges (Report FHWA–RD–97–028, Hydraulic Engineering No. 9). Federal Highway Administration, Washington, D.C.
  12. Ettema, R., Kirkil, G., Muste, M., 2006. Similitude of large-Scale turbulence in experiments on local scour at cylinders. J. Hydraul. Eng., 132, 33-40. DOI: 10.1061/(ASCE)0733-9429(2006)132:1(33)10.1061/(ASCE)0733-9429(2006)132:1(33)
  13. Franzetti, S., Larcan, E., Mignosa, P., 1989. Erosione alla base di pile circolari di ponte: verifica sperimentale dell’ipotesi di esistenza di una situazione finale di equilibrio. Idrotecnica, 16, 135–141. (In Italian.)
  14. Franzetti, S., Malavasi, S., Piccinin, C., 1994. Sull’erosione alla base delle pile dei ponti. In: 14th Convegno d’Idraulica e Costruzioni Idrauliche. Naples, Italy, pp. 13-24. (In Italian.)
  15. Gurnell, A.M., Piégay, H., Swanson, F.J., Gregory, S.V., 2002. Large wood and fluvial processes. Freshw. Biol., 47, 601–619. DOI: 10.1046/j.1365-2427.2002.00916.x10.1046/j.1365-2427.2002.00916.x
  16. Hagerty, D.J., Parola, A.C., Fenske, T.E., 1995. Impacts of 1993 upper Mississippi River Basin Floods on Highway Systems (Report No. 1483). Transportation Research Record. Transportation Research Board, Washington, D.C.
  17. Kandasamy, J.K., Melville, B.W., 1998. Maximum local scour depth at bridge piers and abutments. J. Hydraul. Res., 36, 183–198. DOI: 10.1080/0022168980949863210.1080/00221689809498632
  18. Kattell, J., Eriksson, M., 1998. Bridge Scour Evaluation: Screening, Analysis, and Countermeasures (General Technical Report 9877 1207–SDTDC). U.S. Department of Agriculture, Forest San Dimas, CA.
  19. Kothyari, U.C., Garde, R.J., Ranga Raju, K.G., 1992. Temporal variation of scour around circular bridge piers J. Hydraul. Eng., 118, 1091–1106. DOI: 10.1061/(ASCE)0733-9429(1992)118:8(1091)10.1061/(ASCE)0733-9429(1992)118:8(1091)
  20. Laursen, E.M., 1958. Scour at Bridge Crossings (Bulletin No. 8). Iowa Highways Research Board, Ames, Iowa.
  21. Link, O., Pfleger, F., Zanke, U., 2008. Characteristics of developing scour-holes at a sand-embedded cylinder. Int. J. Sediment. Res., 23, 258–266. DOI: 10.1016/S1001-6279(08)60023-210.1016/S1001-6279(08)60023-2
  22. Lyn, D.A., Cooper, T., Yi, Y.K., Sinha, R., Rao, A.R., 2003. Debris Accumulation at Bridge Crossings: Laboratory and Field Studies (Report FHWA/IN/JTRP-2003/10). INDOT Division of Research, West Lafayette, IN.10.5703/1288284313171
  23. Masjedi, A., Shafaei-Bejestan, M., Esfandi, A., 2010. Experimental study on local scour around single oblong pier fitted with a collar in a 180 degree flume bend. Int. J. Sediment. Res., 25, 304–312. DOI: 10.1016/S1001-6279(10)60047-910.1016/S1001-6279(10)60047-9
  24. Melville, B.W., 1997. Pier and abutment scour: Integrated approach. J. Hydraul. Eng., 123, 125–136. DOI: 10.1061/(ASCE)0733-9429(1997)123:2(125)10.1061/(ASCE)0733-9429(1997)123:2(125)
  25. Melville, B.W., Chiew, Y.M., 1999. Time scale for local scour at bridge piers. J. Hydraul. Eng., 125, 59–65. DOI: 10.1061/(ASCE)0733-9429(1999)125:1(59)10.1061/(ASCE)0733-9429(1999)125:1(59)
  26. Melville, B.W., Coleman, S.E., 2000. Bridge Scour. Water Resources Publications, LLC, Colorado, U.S.A.
  27. Melville, B.W., Dongol, D.M., 1992. Bridge pier scour with debris accumulation. J. Hydraul. Eng., 118, 1306–1310. DOI: 10.1061/(ASCE)0733-9429(1992)118:9(1306)10.1061/(ASCE)0733-9429(1992)118:9(1306)
  28. Melville, B.W., Sutherland, A.J., 1988. Design method for local scour at bridge piers. J. Hydraul. Eng., 114, 1210–1226. DOI: 10.1061/(ASCE)0733-9429(1988)114:10(1210)10.1061/(ASCE)0733-9429(1988)114:10(1210)
  29. Mueller, D.S., Parola, A.C., 1998. Detailed scour measurements around a debris accumulation. In: Proceedings of International Water Resources Engineering Conference. Reston, VA, pp. 234–239.
  30. Oliveto, G., Hager, W.H., 2002. Temporal evolution of clear–water pier and abutment scour. J. Hydraul. Eng., 128, 811–820. DOI: 10.1061/(ASCE)0733-9429(2002)128:9(811)10.1061/(ASCE)0733-9429(2002)128:9(811)
  31. Oliveto, G., Hager, W.H., 2005. Further results to time–dependent local scour at bridge elements. J. Hydraul. Eng., 131, 97–105. DOI: 10.1061/(ASCE)0733-9429(2005)131:2(97)10.1061/(ASCE)0733-9429(2005)131:2(97)
  32. Pagliara, S., Carnacina, I., 2010. Temporal scour evolution at bridge piers: effect of wood debris roughness and porosity. J. Hydraul. Res., 48, 3–13. DOI:10.1080/00221680903568592.10.1080/00221680903568592
  33. Pagliara, S., Carnacina, I., 2011. Influence of wood debris accumulation on bridge pier scour. J. Hydraul. Eng., 137, 254–261. DOI: 10.1061/(ASCE)HY.1943-7900.000028910.1061/(ASCE)HY.1943-7900.0000289
  34. Pagliara, S., Palermo, M., Azizi, R., 2015. Scour control at bridge piers using macro-roughness elements. In: Proceedings of the Institution of Civil Engineers: Water Management. 168, pp. 174–188. DOI: 10.1680/wama.14.0000610.1680/wama.14.00006
  35. Parola, A.C., Apelt, C.J., Jempson, M.A., 2000. Debris Forces on Highway Bridges (NCHRP Report No. 445). Transportation Research Record, Transportation Research Board, Washington, D.C.
  36. Parola, A.C., Kamojjala, S., Richardson, J., Kirby, M., 1998. Numerical simulation of flow patterns at a bridge with debris. In: Proceedings of International Water Resources Engineering Conference. Reston, VA, pp. 240–245.
  37. Raikar, R.V., Dey, S., 2008. Kinematics of horseshoe vortex developing in an evolving scour hole at a square cylinder. J. Hydraul. Res., 46, 247–264. DOI: 10.1080/00221686.2008.952185910.1080/00221686.2008.9521859
  38. Raudkivi, A.J., Ettema, R., 1983. Clear-water scour at cylindrical piers. J. Hydraul. Eng., 109, 338–350. DOI: 10.1061/(ASCE)0733-9429(1983)109:3(338)10.1061/(ASCE)0733-9429(1983)109:3(338)
  39. Raudkivi, A.J., Ettema, R., 1985. Scour at cylindrical bridge piers in armoured beds. J. Hydraul. Eng., 111, 713–731. DOI:10.1061/(ASCE)0733-9429(1985)111:4(713).10.1061/(ASCE)0733-9429(1985)111:4(713)
  40. Richardson, E.V., Davis, S.R., 2001. Evaluating Scour at Bridges (Report No. FHWA–NHI–01–001, Hydraulic engineering No. 18, 4th edition). Federal Highway Administration, Washington, D.C.
  41. Shen, H.W., Schneider, V.R., Karaki, S.S., 1969. Local scour around bridge piers. J. Hydraul. Div. (ASCE), 95, 1919–1940.10.1061/JYCEAJ.0002197
  42. Sheppard, D.M., 1999. Conditions of maximum local scour. In: Richardson, E.V., Lagasse, P.F. (Eds.): Stream Stability and Scour at Highway Bridges. ASCE, pp. 347–364.
  43. Sheppard, D.M., Odeh, M., Glasser, T., 2004. Large scale clearwater local pier scour experiments. J. Hydraul. Eng., 130, 957–963. DOI: 10.1061/(ASCE)0733-9429(2004)130:10(957)10.1061/(ASCE)0733-9429(2004)130:10(957)
  44. Tang, H.W., Ding, B., Chiew, Y.M., Fang, S.L., 2009. Protection of bridge piers against scouring with tetrahedral frames. Int. J. Sediment. Res., 24, 385–399. DOI: 10.1016/S1001-6279(10)60012-110.1016/S1001-6279(10)60012-1
  45. Wallerstein, N., Thorne, C.R., 1996. Impact of Woody Debris on Fluvial Processes and Channel Morphology in Stable and Unstable Streams. Department of Geography, University of Nottingham, Nottingham, UK.10.21236/ADA286933
  46. Wang, H., Tang, H., Liu, Q., Wang, Y., 2016. Local scouring around twin bridge piers in open-channel flows. J. Hydraul. Eng., 142, 1–8. DOI: 10.1061/(ASCE)HY.1943-7900.000115410.1061/(ASCE)HY.1943-7900.0001154
  47. Wu, W., Wang, S.S.Y., 1999. Movable bed roughness in alluvial rivers. J. Hydraul. Eng., 125, 1309-1312. DOI: 10.1061/(ASCE)0733-9429(1999)125:12(1309)10.1061/(ASCE)0733-9429(1999)125:12(1309)
  48. Zarrati, A.R., Chamani, M.R., Shafaie, A., Latifi, M., 2010. Scour countermeasures for cylindrical piers using riprap and combination of collar and riprap. Int. J. Sediment. Res., 25, 313–321. DOI: 10.1016/S1001-6279(10)60048-010.1016/S1001-6279(10)60048-0
  49. Zevenbergen, L.W., 2000. Time scale for contraction scour at bridges. In: Proceedings of Joint Conference on Water Resources Engineering and Water Resources Planning & Management. Minneapolis.10.1061/40517(2000)405
  50. Zevenbergen, L.W., Lagasse, P.F., Clopper, P.E., Spitz, W.J., 2006. Effect of debris on bridge pier scour. In: Proceedings of the 3rd International Conference on Scour and Erosion. Amsterdam, The Netherlands, pp. 741–749.10.1061/40927(243)376
DOI: https://doi.org/10.2478/johh-2020-0041 | Journal eISSN: 1338-4333 | Journal ISSN: 0042-790X
Language: English
Page range: 108 - 118
Submitted on: Jun 19, 2020
Accepted on: Oct 6, 2020
Published on: Jan 26, 2021
Published by: Slovak Academy of Sciences
In partnership with: Paradigm Publishing Services
Publication frequency: 4 times per year

© 2021 Michele Palermo, Simone Pagliara, Deep Roy, published by Slovak Academy of Sciences
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.